Study Report

Title	Studies
Author	Hp

 Study 1 - Static Stress

 Study Properties

Study Type	Static Stress
Last Modification Date	2024-06-20, 12:04:01

 Settings

 General

Contact Tolerance	0.10 mm
Remove Rigid Body Modes	No

 Damping

 Mesh

Average Element Size (% of model size)
Solids	10
Scale Mesh Size Per Part	No
Average Element Size (absolute value)	-
Element Order	Parabolic
Create Curved Mesh Elements	Yes
Max. Turn Angle on Curves (Deg.)	60
Max. Adjacent Mesh Size Ratio	1.5
Max. Aspect Ratio	10
Minimum Element Size (% of average size)	20

 Adaptive Mesh Refinement

Number of Refinement Steps	0
Results Convergence Tolerance (%)	20
Portion of Elements to Refine (%)	10
Results for Baseline Accuracy	von Mises Stress

 Materials

Component	Material	Safety Factor
Component2:1	Stainless Steel	Yield Strength

 Stainless Steel

Density	8.000E-06 kg / mm^3
Young's Modulus	193000.00 MPa
Poisson's Ratio	0.30
Yield Strength	250.00 MPa
Ultimate Tensile Strength	540.00 MPa
Thermal Conductivity	0.016 W / (mm C)
Thermal Expansion Coefficient	1.040E-05 / C
Specific Heat	477.00 J / (kg C)

 Contacts

 Mesh

Type	Nodes	Elements
Solids	21027	10693

 Load Case1

 Constraints

 Fixed4

Type	Fixed
Ux	Fixed
Uy	Fixed
Uz	Fixed

 Selected Entities

 Loads

 Gravity

Type	Gravity
Magnitude	9.807 m / s^2
X Value	0.00 m / s^2
Y Value	0.00 m / s^2
Z Value	-9.807 m / s^2

 Selected Entities

 Pressure1

Type	Pressure
Magnitude	1.010E+06 Pa

 Selected Entities

 Results

 Result Summary

Name	Minimum	Maximum
Safety Factor
Safety Factor (Per Body)	4.25	15.00
Stress
von Mises	2.801E-05 MPa	58.83 MPa
1st Principal	-13.167 MPa	43.747 MPa
3rd Principal	-60.828 MPa	24.718 MPa
Normal XX	-57.205 MPa	37.953 MPa
Normal YY	-20.673 MPa	29.461 MPa
Normal ZZ	-24.409 MPa	28.05 MPa
Shear XY	-12.067 MPa	12.74 MPa
Shear YZ	-10.71 MPa	14.229 MPa
Shear ZX	-11.48 MPa	18.106 MPa
Displacement
Total	0.00 mm	0.031 mm
X	-0.004 mm	0.004 mm
Y	-0.005 mm	0.003 mm
Z	-0.03 mm	3.966E-04 mm
Reaction Force
Total	0.00 N	2509.038 N
X	-973.048 N	967.23 N
Y	-851.893 N	668.431 N
Z	-937.835 N	2335.726 N
Strain
Equivalent	2.261E-10	3.521E-04
1st Principal	-4.739E-06	2.905E-04
3rd Principal	-3.599E-04	1.427E-05
Normal XX	-2.851E-04	1.844E-04
Normal YY	-8.498E-05	1.383E-04
Normal ZZ	-1.180E-04	1.018E-04
Shear XY	-1.626E-04	1.716E-04
Shear YZ	-1.443E-04	1.917E-04
Shear ZX	-1.546E-04	2.439E-04
Contact Force
Total	0.00 N	0.00 N
X	0.00 N	0.00 N
Y	0.00 N	0.00 N
Z	0.00 N	0.00 N

 Reaction Forces

Constraint Name	Reaction Force		Reaction Moment
	Magnitude	Component (X,Y,Z)	Magnitude	Component (X,Y,Z)
Fixed4	171001.415 N	0.10 N	3.326E+06 N mm	-3.326E+06 N mm
		0.11 N		2170.688 N mm
		171001.415 N		32.076 N mm

 Safety Factor

 Safety Factor (Per Body)

0.00 8.00

 Stress

 von Mises

[MPa] 0.00 58.83

 1st Principal

[MPa] -13.167 43.747

 3rd Principal

[MPa] -60.828 24.718

 Normal XX

[MPa] -57.205 37.953

 Normal YY

[MPa] -20.673 29.461

 Normal ZZ

[MPa] -24.409 28.05

 Shear XY

[MPa] -12.066 12.74

 Shear YZ

[MPa] -10.71 14.229

 Shear ZX

[MPa] -11.48 18.106

 Displacement

 Total

[mm] 0.00 0.031

 X

[mm] -0.004 0.004

 Y

[mm] -0.005 0.003

 Z

[mm] -0.03 0.00

 Reaction Force

 Total

[N] 0.00 2509.038

 X

[N] -973.048 967.23

 Y

[N] -851.893 668.431

 Z

[N] -937.835 2335.726

 Strain

 Equivalent

0.00E-04 3.521E-04

 1st Principal

-0.047E-04 2.905E-04

 3rd Principal

-3.599E-04 0.143E-04

 Normal XX

-2.851E-04 1.844E-04

 Normal YY

-0.85E-04 1.383E-04

 Normal ZZ

-1.18E-04 1.018E-04

 Shear XY

-1.626E-04 1.716E-04

 Shear YZ

-1.443E-04 1.917E-04

 Shear ZX

-1.546E-04 2.439E-04

 Contact Force

 Total

[N] 0.00 0.00

 X

[N] 0.00 0.00

 Y

[N] 0.00 0.00

 Z

[N] 0.00 0.00